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Bi-Directional Evolutionary Topology Optimization Using Element Replaceable Method

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Abstract

In the present paper, design problems of maximizing the structural stiffness or natural frequency are considered subject to the material volume constraint. A new element replaceable method (ERPM) is proposed for evolutionary topology optimization of structures. Compared with existing versions of evolutionary structural optimization methods, contributions are twofold. On the one hand, a new automatic element deletion/growth procedure is established. The deletion of a finite element means that a solid element is replaced with an orthotropic cellular microstructure (OCM) element. The growth of an element means that an OCM element is replaced with a solid element of full materials. In fact, both operations are interchangeable depending upon how the value of element sensitivity is with respect to the objective function. The OCM design strategy is beneficial in preventing artificial modes for dynamic problems. Besides, the iteration validity is greatly improved with the introduction of a check position (CP) technique. On the other hand, a new checkerboard control algorithm is proposed to work together with the above procedure. After the identification of local checkerboards and detailed structures over the entire design domain, the algorithm will fill or delete elements depending upon the prescribed threshold of sensitivity values. Numerical results show that the ERPM is efficient and a clear and valuable material pattern can be achieved for both static and dynamic problems.

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References

  1. Bendsøe MP, Kikuchi N (1988) Generating optimal topologies in structural design using homogenization. Comput Methods Appl Mech Eng 71:197–224

    Article  MATH  Google Scholar 

  2. Allaire G, Jouve F, Maillot H(2004) Topology optimization for minimum stress design with the homogenization method. Struct Multidisc Optim 28:87–98

    Article  MathSciNet  Google Scholar 

  3. Bendsøe MP (1989) Optimal shape design as a material distribution problem. Struct Optim 10:193–202

    Article  Google Scholar 

  4. Zhou M, Rozvany GIN (1991) The COC algorithm, part II: topological, geometry and generalized shape optimization. Comput Methods Appl Eng 89: 197–224

    Article  Google Scholar 

  5. Bendsøe MP, Sigmund O (1999) Material interpolation in topology optimization. Arch Appl Methods 69: 635–654

    Article  MATH  Google Scholar 

  6. Rozvany GIN (2001a) Aims, scope, methods, history and unified terminology of computer-aided topology optimization in structure mechanics. Struct Multidisc Optim 21: 90–108

    Article  Google Scholar 

  7. Hinton E, Sienz J (1995) Fully stressed topological design of structures using an evolutionary procedure. Eng Comput 12: 229–244

    MATH  Google Scholar 

  8. Mattheck C (1997) Design in nature: learning from trees. Springer, Berlin Heidelberg New York

    Google Scholar 

  9. Xie YM, Steven GP (1997) Evolutionary structural optimization. Springer, Berlin Heidelberg New York

    MATH  Google Scholar 

  10. Kim H, Querin OM, Steven GP. (2003) Improving efficiency of evolutionary structural optimization by implementing fixed grid mesh. Struct Multidisc Optim 24: 441–448

    Article  Google Scholar 

  11. Xie YM, Steven GP (1994a) A simple approach to structure frequency optimization. Comput Struct 53: 1487–1491

    Article  Google Scholar 

  12. Nha Chu D, Xie YM, Hira A (1996) Evolutionary structure optimization for problems with stiffness constrains. Finite Elements Anal Design 21: 239–251

    Article  MATH  Google Scholar 

  13. Xie YM, Steven GP (1994b) Optimal design of multiple load case structures using an evolutionary procedure. Eng Comput 11: 295–302

    MATH  Google Scholar 

  14. Xie YM, Steven GP (1996) Evolutionary structure optimization for dynamic problems. Comput Struct 58: 1067–1073

    Article  MATH  Google Scholar 

  15. Rong JH, Xie YM (2001) An improved method for evolutionary structure optimization against buckling. Comput Struct 79: 253–263

    Article  Google Scholar 

  16. Querin OM, Young V (2000) Computational efficiency and validation of bi-directional evolutionary structure optimization. Comput Methods Appl Mech Eng 189: 559–573

    Article  MATH  Google Scholar 

  17. Yang XY, Xie YM, Steven GP (1999a) Bidirectional evolutionary method for stiffness optimization. AIAAJ 37: 1483–1488

    Article  Google Scholar 

  18. Yang XY, Xie YM, Steven GP (1999b) Topology optimization for frequency using an evolutionary method. J Struct Eng 125: 1432–1438

    Article  Google Scholar 

  19. Tanskanen P (2002) The evolutionary structural optimization method: theoretical aspects. Comput Methods Appl Mech Eng 191: 5485–5498

    Article  MATH  Google Scholar 

  20. Sigmund O (2001) A 99 line topology optimization code written in MATLAB. Struct Multidisc Optim 21: 120–127

    Article  Google Scholar 

  21. Zhou M, Rozvany GIN (2001) On the validity of ESO type methods in topology optimization. Struct Multidisc Optim 21: 80–83

    Article  Google Scholar 

  22. Rozvany GIN (2001b) Stress ratio and compliance based methods in topology optimization—a critical review. Struct Multidisc Optim 21: 109–119

    Article  Google Scholar 

  23. Jog CS, Haber RB (1996) Stability of finite element models for distributed-parameter optimization and topology design. Comput Methods Appl Mech Eng 130: 203–226

    Article  MATH  MathSciNet  Google Scholar 

  24. Rodrigues H, Fernandes P (1995) A material based model for topology optimization of thermoelastic structure. Int J Numer Meth Eng 38: 1951–1965

    Article  MATH  MathSciNet  Google Scholar 

  25. Sigmund O, Petersson J (1998) Numerical instabilities in topology optimization: A survey on procedures dealing with checkerboards, mesh-dependencies and local minima. Struct Multidisc Optim 16: 68–75

    Google Scholar 

  26. Haber RB, Jog CS, Bendse MP (1996) A new approach to variable-topology shape design using a constraint on perimeter. Struct Multidisc Optim 11:1–12

    Google Scholar 

  27. Zhang WH, Duysinx P (2003) Dual approach using a variant perimeter constraint and efficient sub-iteration scheme for topology optimization. Comp Struct 81: 2173–2181

    Article  Google Scholar 

  28. Yang XY, Xie YM (2003) Perimeter control in the bi-direction evolutionary optimization method. Struct Optim 24: 430–440

    MathSciNet  Google Scholar 

  29. Neves MM, Rodrigues H, Guedes JM (1995) Generalized topology design of structures with a buckling load criterion. Struct Multidisc Optim 10: 71–78

    Google Scholar 

  30. Pedersen NL (2000) Maximization of eigenvalues using topology optimization. Struct Multidisc Optim 20: 2–11

    Article  Google Scholar 

  31. Zhu JH, Zhang WH, Qiu KP (2006) Investigation of localized modes in topology optimization of dynamic structures. Acta Aeronaut Astronaut Sin 27.

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Zhu, J.H., Zhang, W.H. & Qiu, K.P. Bi-Directional Evolutionary Topology Optimization Using Element Replaceable Method. Comput Mech 40, 97–109 (2007). https://doi.org/10.1007/s00466-006-0087-0

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  • DOI: https://doi.org/10.1007/s00466-006-0087-0

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